Analisis Sismico Dinamico.xlsx
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ESPECTRO DE ACELERACIONES DE LA NORMA PERUANA E030-20 Factores de zona ZONA Z 1 0.1 2 0.25 3 0.35 4 0.45
CONSIDERANDO UNA ZONA SISMICA DE Z3, SUELO S2 Y UNA EDIFICACION DE VIVIENDA Perfil de Suelo = Zona Sismica = Categoria = Z TP (S) Factor de suelo "S"= Factor de Uso "U"= Rx Ry Factor x=ZUSg/Rx
S2 Z3 C 0.35 0.6 TL= 2 1.15 1 6.3 IREGULARI MASA PESO 6.3 IREGULARI MASA PESO 0.62675
Factor Y=ZUSg/Ry
T
0.62675
C 0 2.5 0.1 2.5 0.2 2.5 0.3 2.5 0.4 2.5 0.5 2.5 0.6 2.5 0.7 2.14285714 0.8 1.875 0.9 1.66666667 1 1.5 1.1 1.36363636 1.2 1.25 1.3 1.15384615 1.4 1.07142857 1.5 1 1.6 0.9375 1.7 0.88235294 1.8 0.83333333 1.9 0.78947368 2 0.75 2.1 0.68027211 2.2 0.61983471 2.3 0.56710775 2.4 0.52083333 2.5 0.48 2.6 0.44378698 2.7 0.41152263 2.8 0.38265306 2.9 0.35671819 3 0.33333333 3.1 0.31217482 3.2 0.29296875 3.3 0.27548209 3.4 0.25951557 3.5 0.24489796 3.6 0.23148148 3.7 0.21913806
1.566875
1.566657
3.8 0.20775623 3.9 0.19723866 4 0.1875 4.1 0.1784652 4.2 0.17006803 4.3 0.16224986 4.4 0.15495868 4.5 0.14814815 4.6 0.14177694 4.7 0.13580806 4.8 0.13020833 4.9 0.12494794 5 0.12
MA PERUANA E030-2016
FICACION DE VIVIENDA
T VS C 3 2.5 2 1.5 1 0.5 0
0
1
2
3
4
5
4
5
6
ESPECTRO DE ACELERACIONES DE LA NORMA PERUANA E030-20 Factores de zona ZONA Z 1 0.1 2 0.25 3 0.35 4 0.45
CONSIDERANDO UNA ZONA SISMICA DE Z3, SUELO S2 Y UNA EDIFICACION DE VIVIENDA Perfil de Suelo = Zona Sismica = Categoria = Z TP (S)
S2 Z3 C 0.35
0.6 TL= 2 Factor de suelo "S"= 1.15 Factor de Uso "U"= 1 Rx 4.725 IREGULARI MASA PESO Ry 4.725 IREGULARI MASA PESO Factor x=ZUSg/Rx 0.83566667
TORSION TORSION
Factor Y=ZUSg/Ry
T
0.83566667
C 0 2.5 2.0891667 0.1 2.5 0.2 2.5 0.3 2.5 0.4 2.5 0.5 2.5 0.6 2.5 0.7 2.14285714 0.8 1.875 0.9 1.66666667 1 1.5 1.1 1.36363636 1.2 1.25 1.3 1.15384615 1.4 1.07142857 1.5 1 1.6 0.9375 1.7 0.88235294 1.8 0.83333333 1.9 0.78947368 2 0.75 2.1 0.68027211 2.2 0.61983471 2.3 0.56710775 2.4 0.52083333 2.5 0.48 2.6 0.44378698 2.7 0.41152263 2.8 0.38265306 2.9 0.35671819 3 0.33333333 3.1 0.31217482 3.2 0.29296875 3.3 0.27548209 3.4 0.25951557 3.5 0.24489796 3.6 0.23148148 3.7 0.21913806
1.566657
3.8 0.20775623 3.9 0.19723866 4 0.1875 4.1 0.1784652 4.2 0.17006803 4.3 0.16224986 4.4 0.15495868 4.5 0.14814815 4.6 0.14177694 4.7 0.13580806 4.8 0.13020833 4.9 0.12494794 5 0.12
MA PERUANA E030-2016
FICACION DE VIVIENDA
T VS C 3 2.5 2 1.5 1 0.5 0
0
1
2
3
4
5
4
5
6
Story CM T14 T13 T12 T11 T10 T9 T8 T7 T6 T5 T4 T3 T2 T1
Load Case/Combo DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max
Direction X X X X X X X X X X X X X X X
Drif 0.003 0.004 0.004 0.005 0.005 0.005 0.005 0.006 0.006 0.006 0.005 0.005 0.004 0.004 0.002
Label 148 4 4 144 144 144 144 144 144 144 144 144 144 144 144
X 16.3 16.3 16.3 22.3 22.3 22.3 22.3 22.3 22.3 22.3 22.3 22.3 22.3 22.3 22.3
Y 16.47 26.6 26.6 0 0 0 0 0 0 0 0 0 0 0 0
Z 58.05 55.45 52.25 49.05 45.85 42.65 39.45 36.25 33.05 29.85 26.65 23.45 20.25 17.05 13.85
1.14921781
1.02728761
DSPLAZAMIENTOS CM Story
Diaphragm
Load Case/Combo
UX m
UY m
RZ rad
Point
X m
CM
DCM
DERIVAXX Max
0.156406
0.042672
0.010893
128
13.95
T14
D14
DERIVAXX Max
0.151026
0.039975
0.010684
129
14.027
T13
D13
DERIVAXX Max
0.140782
0.038212
0.01
130
13.8452
T12
D12
DERIVAXX Max
0.125637
0.035108
0.009287
131
13.8804
T11
D11
DERIVAXX Max
0.116271
0.032086
0.008532
132
13.8839
T10
D10
DERIVAXX Max
0.105606
0.028971
0.007737
133
13.8839
T9
D9
DERIVAXX Max
0.094472
0.025753
0.006904
134
13.8839
T8
D8
DERIVAXX Max
0.082945
0.022453
0.006036
135
13.8839
T7
D7
DERIVAXX Max
0.071153
0.019106
0.005145
136
13.8839
T6
D6
DERIVAXX Max
0.059265
0.015758
0.004244
137
13.8839
T5
D5
DERIVAXX Max
0.047491
0.012469
0.003353
138
13.8839
T4
D4
DERIVAXX Max
0.036088
0.009315
0.002496
177
13.8839
T3
D3
DERIVAXX Max
0.025357
0.006385
0.001701
178
13.8839
T2
D2
DERIVAXX Max
0.015673
0.003794
0.001002
187
13.8839
T1
D1
DERIVAXX Max
0.007437
0.001689
0.000438
188
13.8608
SEMISOTA
DSEMI
DERIVAXX Max
0
0
0
189
18.1919
SOTANO
DSOTANO
DERIVAXX Max
0
0
0
190
18.6341
Story
DRIF PC
DRIF CM
FACTOR
T13
0.004
0.005
T11
0.005
0.003
T10
0.005
0.003
T12
0.9
𝐹𝐴𝐶𝑇𝑂�=𝐷𝑃𝐶/
T9
0.005
0.004
T8
0.006
0.004
T7
0.006
0.004
T6
0.006
0.004
T5
0.005
0.004
T4
0.005
0.003
T3
0.004
0.003
T2
0.004
0.003
T1
0.002
0.002 0 0
SEMISOTA SOTANO
1.5 1.5 1.5 IRREGULARIDAD TORSIO 1.5 1.5
#DIV/0! #DIV/0!
Y m
Z m
18.3043
58.05
18.9147
55.45
18.7785
52.25
14.4237
49.05
13.8571
45.85
13.8571
42.65
13.8571
39.45
13.8571
36.25
13.8571
33.05
13.8571
29.85
13.8571
26.65
13.8571
23.45
13.8571
20.25
13.8571
17.05
13.9072
13.85
13.5848
9.6
13.5573
5.35
𝐹𝐴𝐶𝑇𝑂�=𝐷𝑃𝐶/𝐷𝐶�
DRIF CM XX
0.002 0.003 0.005 0.003 0.003 0.003 0.004 0.004 0.004 0.004 0.004 0.003 0.003 0.003 0.002 0.000 0.000
RREGULARIDAD TORSIONAL
Story CM T14 T13 T12 T11 T10 T9 T8 T7 T6 T5 T4 T3 T2 T1
Load Case/Combo DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max
Direction Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
Drif 0.005 0.006 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.006 0.006 0.005 0.003
Label 148 9 9 9 77 9 9 9 9 9 9 9 9 9 9
X 16.3 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9
Y 16.47 19.7 19.7 19.7 0 19.7 19.7 19.7 19.7 19.7 19.7 19.7 19.7 19.7 19.7
Z 58.05 55.45 52.25 49.05 45.85 42.65 39.45 36.25 33.05 29.85 26.65 23.45 20.25 17.05 13.85
1.03305785
DSPLAZAMIENTOS CM Story
Diaphragm Load Case/Combo
UX
UY
RZ
m
m
rad
Point
X m
CM
DCM
DERIVAYY Max
0.056763
0.226853
0.006148
128
13.95
T14
D14
DERIVAYY Max
0.056825
0.214891
0.006023
129
14.027
T13
D13
DERIVAYY Max
0.052223
0.198789
0.00563
130
13.8452
T12
D12
DERIVAYY Max
0.036573
0.183338
0.00522
131
13.8804
T11
D11
DERIVAYY Max
0.032968
0.16726
0.004788
132
13.8839
T10
D10
DERIVAYY Max
0.029688
0.150643
0.004338
133
13.8839
T9
D9
DERIVAYY Max
0.026337
0.133548
0.003868
134
13.8839
T8
D8
DERIVAYY Max
0.022941
0.116085
0.003383
135
13.8839
T7
D7
DERIVAYY Max
0.019533
0.098445
0.002886
136
13.8839
T6
D6
DERIVAYY Max
0.016156
0.080884
0.002385
137
13.8839
T5
D5
DERIVAYY Max
0.012863
0.063729
0.001889
138
13.8839
T4
D4
DERIVAYY Max
0.009717
0.047379
0.001411
177
13.8839
T3
D3
DERIVAYY Max
0.006792
0.032316
0.000966
178
13.8839
T2
D2
DERIVAYY Max
0.004179
0.01912
0.000572
187
13.8839
T1
D1
DERIVAYY Max
0.001978
0.00848
0.000254
188
13.8608
SEMISOTA
DSEMI
DERIVAYY Max
0
0
0
189
18.1919
SOTANO
DSOTANO
DERIVAYY Max
0
0
0
190
18.6341
Story
DRIF PC
DRIF CM
FACTOR
0.005
0.004
0.006
0.005
T13
0.007
0.005
T12
0.007
0.005
T11
0.007
0.005
T10
0.007
0.005
T9
0.007
0.005
T8
0.007
0.006
1.3 1.3 1.3 1.3 1.3 1.3 1.4 1.4 IRREGULARIDAD TORSIONA
T7
0.007
0.005
T6
0.007
0.005
T5
0.007
0.005
T4
0.006
0.005
T3
0.006
0.004
T2
0.005
0.003
T1
0.003
0.003
SEMISOTA
0
SOTANO
0
1.4 1.4 1.4 1.4 1.4 1.4 1.0 #DIV/0! #DIV/0!
Y
Z
m
m
18.3043
58.05
18.9147
55.45
18.7785
52.25
14.4237
49.05
13.8571
45.85
13.8571
42.65
13.8571
39.45
13.8571
36.25
13.8571
33.05
13.8571
29.85
13.8571
26.65
13.8571
23.45
13.8571
20.25
13.8571
17.05
13.9072
13.85
13.5848
9.6
13.5573
5.35
RREGULARIDAD TORSIONAL
DRIFT CM YY
0.004 0.005 0.005 0.005 0.005 0.005 0.005 0.006 0.005 0.005 0.005 0.005 0.004 0.003 0.003 0.000 0.000
DETERMINACION FACTOR SISMICO Z= U= S= TP= TL=
0.35 1 1.15 0.6 2
Cx=
2.04 Tx=
0.735 VX=ZUCxS/Rx
0.174
12375.7267 2151.48688
Cy Rx= Ry=
1.53 Ty= 4.725 4.725
0.98 VY=ZUCyS/Ry
0.130
12375.7267 1613.61516
Cortante "C" Metodo Peso Coef Edificacion Estatica
VDISEÑOX VDISEÑOY
1936.338 1452.254
PESO EDIFICACION
Story Load Case/Combo Location CM T14 T13 T12 T11 T10 T9 T8 T7 T6 T5 T4 T3 T2 T1 SEMISOTA SOTANO
PESO PESO PESO PESO PESO PESO PESO PESO PESO PESO PESO PESO PESO PESO PESO PESO PESO
Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom
P
VX
VY
T
MX
tonf 56.6869 478.3648 1025.2191 1965.1034 2904.9878 3844.8722 4784.7565 5724.6409 6664.5253 7604.4096 8544.294 9484.1784 10424.0627 11363.9471 12375.7267 13917.0987 15616.4379
tonf 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -91.1682 -61.1166
tonf 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3.7654 2.8824
tonf-m 0 0 0 0 0 0 0 -5.59E-07 -6.14E-07 -6.52E-07 -6.91E-07 -7.17E-07 -7.39E-07 -7.49E-07 -7.48E-07 818.3972 806.8525
tonf-m 1037.7362 8863.8284 19445.9873 32335.8322 45225.6771 58115.522 71005.3669 83895.2118 96785.0567 109674.902 122564.747 135454.591 148344.436 161234.281 175174.963 195956.371 218931.459
CORTANTE DINAMICA
Story
Load Case/Comb Location o
P
VX
VY
T
MX tonf-m 5.2718 23.8887 60.7894 267.9533 172.6862 726.7121 354.3439 1435.4427 598.3919 2361.2265 895.4681 3466.9567 1237.8452 4724.2136 1619.2876 6111.9163 2034.7584 7614.5233 2480.0395 9220.164 2951.3143 10918.7566 3444.7754 12700.2976 3956.3284 14553.5359 4481.4867 16465.2117
CM CM T14 T14 T13 T13 T12 T12 T11 T11 T10 T10 T9 T9 T8 T8 T7 T7 T6 T6 T5 T5 T4 T4 T3 T3 T2 T2
SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max
Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom
tonf 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
tonf 9.0795 2.2456 80.6273 20.8185 157.3238 41.7031 244.76 63.2304 323.0471 82.3199 391.1825 98.6046 451.0319 112.589 504.0366 124.7968 551.2039 135.6244 593.0937 145.2973 629.8213 153.8608 661.1225 161.2012 686.4303 167.0941 704.9773 171.2713
tonf 2.0276 9.188 17.7703 76.8465 35.4305 144.589 57.5191 225.6369 77.3891 296.4883 94.5167 356.3358 109.4465 408.1238 122.6264 454.034 134.3663 495.5184 144.8132 533.2766 153.9492 567.2969 161.6146 596.9926 167.5653 621.379 171.5663 639.2788
tonf-m 158.6966 152.9168 1578.6213 1493.1419 3084.5584 2855.5289 4555.0199 4398.6343 5836.6621 5743.4726 6955.1378 6881.9171 7942.1397 7868.1311 8819.7063 8742.7918 9602.2116 9532.7913 10296.9032 10250.7025 10904.3849 10895.6334 11419.9346 11455.7688 11834.6494 11912.0001 12136.7029 12242.385
T1
SDXX Max
Bottom
0
716.6448
173.7215
12325.2075 5192.2124
T1
SDYY Max
Bottom
0
173.7193
650.3921
12442.185 19068.7015
SEMISOTA SEMISOTA SOTANO SOTANO
SDXX Max SDYY Max SDXX Max SDYY Max
Bottom Bottom Bottom Bottom
0 0 0 0
1398.525 422.6687 214.3738 71.7058
184.6744 1173.6358 25.5202 171.4768
21739.9264 27098.5616 3506.0005 4422.0516
4629.3328 14315.6915 4540.9379 13445.7957
Story
Load Case/Comb Location o
P
VX
VY
T
MX
tonf 24.5328 5.0145 217.8549 46.4878 425.0888 93.123 661.3416 141.1936 872.8733 183.8204 1056.975 220.1841 1218.6882 251.4112 1361.9069 278.6713 1489.353 302.8493 1602.5391 324.4489 1701.7773 343.5712 1786.353 359.9623 1854.7346 373.1211 1904.8486 382.4488
tonf 5.4786 20.5168 48.0152 171.5981 95.7332 322.8672 155.4165 503.8473 209.1052 662.0584 255.3842 795.6978 295.7245 911.3405 331.3365 1013.8579 363.0579 1106.4927 391.2853 1190.8067 415.9706 1266.774 436.6827 1333.0846 452.7615 1387.5394 463.5722 1427.5096
tonf-m 428.7982 341.4631 4265.4347 3334.186 8334.4769 6376.396 12307.6637 9822.1503 15770.661 12825.1743 18792.7824 15367.3208 21459.6616 17569.5367 23830.8463 19522.6541 25945.1758 21286.7229 27822.2326 22889.8186 29463.6479 24329.9493 30856.6632 25580.7317 31977.2227 26599.4963 32793.3714 27337.2458
tonf-m 14.2444 53.3436 164.2531 598.3398 466.5981 1622.7482 957.4372 3205.3436 1616.855 5272.6188 2419.5548 7741.7143 3344.6576 10549.1689 4375.315 13647.9092 5497.9173 17003.2305 6701.0668 20588.6262 7974.4512 24381.5834 9307.7831 28359.7645 10689.9993 32498.0456 12108.9771 36766.8177
CM CM T14 T14 T13 T13 T12 T12 T11 T11 T10 T10 T9 T9 T8 T8 T7 T7 T6 T6 T5 T5 T4 T4 T3 T3 T2 T2
SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max
Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom
tonf 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
T1
SisXX Max
Bottom
0
1936.3742
469.3956
33302.7106 14029.3579
T1
SisYY Max
Bottom
0
387.9153
1452.3256
27783.3991 42580.4103
SEMISOTA SEMISOTA SOTANO SOTANO
SisXX Max SisYY Max SisXX Max SisYY Max
Bottom Bottom Bottom Bottom
0 0 0 0
3778.8145 943.8192 579.2379 160.119
498.9903 2620.7287 68.9556 382.9078
58741.281 60511.0881 9473.2133 9874.4412
12508.4572 31966.9391 12269.6142 30024.4618
Cortante Dinamica 716.6448 650.3921
Factor Escala
2.702 IRREGULAR 2.233 IRREGULAR
1936.338 1936.374 1452.254 1452.326
MY tonf-m -790.7823 -6685.3993 -14327.828 -27453.841 -40579.853 -53705.865 -66831.878 -79957.89 -93083.902 -106210 -119336 -132462 -145588 -158714 -172808 -202024 -234006
MY tonf-m 23.6067 5.8386 279.7052 72.0327 779.9609 204.91 1554.1361 404.9539 2570.8826 664.8421 3796.5307 975.6983 5203.0015 1329.468 6766.9167 1719.6194 8468.5683 2141.0412 10290.8449 2589.6901 12218.1338 3062.1531 14235.308 3555.2126 16326.91 4065.4829 18476.6621 4589.1903 21392.4659 5298.4752 15704.2321 3819.3647 14605.5467 3529.869
MY tonf-m 63.7854 13.0377 755.7636 160.849 2107.4542 457.5639 4199.2757 904.2621 6946.5247 1484.5924 10258.2259 2178.7342 14058.51 2968.7021 18284.2089 3839.9101 22882.0716 4780.9451 27805.8629 5782.778 33013.3976 6837.7878 38463.8022 7938.7898 44115.3108 9078.2233 49923.9409 10247.6619 57802.4429 11831.4951 42432.8351 8528.6413 39464.1873 7882.1975
Case
Mode
Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41
Period sec 0.98 0.884 0.735 0.238 0.215 0.184 0.104 0.094 0.084 0.061 0.056 0.051 0.042 0.039 0.035 0.031 0.029 0.027 0.024 0.023 0.021 0.02 0.019 0.018 0.017 0.017 0.016 0.015 0.015 0.014 0.014 0.014 0.014 0.013 0.013 0.013 0.012 0.012 0.012 0.012 0.012
UX
UY
UZ
Sum UX
Sum UY
0.0068 0.2299 0.5014 0.0001 0.0404 0.1185 0.0001 0.0119 0.0393 0.0001 0.0054 0.0183 0.0001 0.0027 0.0092 0.0001 0.0017 0.0047 0.0001 0.0013 0.0021 0.0001 0.001 0.0008 3.94E-05 0.0007 0.0002 1.68E-05 0.0005 1.69E-05 2.77E-05 0.0003 0.0001 0.0001 0.0001 0.0001 0.0001 0 1.98E-06 0.0001 2.10E-06
0.6683 0.0142 0.0335 0.1355 0.0251 0.0054 0.0467 0.0084 0.001 0.0231 0.0037 0.0004 0.0121 0.0022 0.0002 0.0066 0.0016 0.0002 0.0034 0.0011 0.0001 0.0018 0.0006 0.0001 0.0011 0.0001 1.99E-05 0.0007 2.90E-06 0.0001 0.0004 2.87E-05 2.29E-05 0.0002 4.57E-05 2.13E-05 2.48E-05 3.81E-05 4.23E-05 2.41E-06 2.14E-05
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.0068 0.2367 0.7382 0.7382 0.7786 0.8971 0.8972 0.9091 0.9484 0.9485 0.9538 0.9721 0.9722 0.9749 0.9841 0.9842 0.9859 0.9905 0.9906 0.9919 0.994 0.9941 0.995 0.9958 0.9959 0.9966 0.9968 0.9968 0.9974 0.9974 0.9974 0.9977 0.9978 0.9978 0.9979 0.998 0.998 0.998 0.998 0.9981 0.9981
0.6683 0.6824 0.7159 0.8514 0.8766 0.882 0.9287 0.9371 0.9381 0.9612 0.9649 0.9653 0.9774 0.9796 0.9799 0.9864 0.988 0.9882 0.9916 0.9927 0.9928 0.9946 0.9952 0.9953 0.9964 0.9965 0.9965 0.9973 0.9973 0.9973 0.9977 0.9977 0.9978 0.9979 0.998 0.998 0.998 0.9981 0.9981 0.9981 0.9981
Modal
42
0.011
3.40E-05
4.35E-06
0
0.9981
0.9981
Sum UZ
RX
RY
RZ
Sum RX
Sum RY
Sum RZ
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.7608 0.0171 0.0361 0.0805 0.0136 0.0041 0.0269 0.005 0.0006 0.019 0.003 0.0004 0.0104 0.0019 0.0002 0.0061 0.0015 0.0002 0.0033 0.001 0.0001 0.0018 0.0006 0.0001 0.0011 0.0001 2.17E-05 0.0007 2.77E-06 0.0001 0.0004 2.95E-05 2.36E-05 0.0002 4.62E-05 2.19E-05 2.58E-05 3.94E-05 4.23E-05 2.57E-06 2.24E-05
0.0108 0.2017 0.5836 0.0004 0.0288 0.092 0.0001 0.0075 0.0249 0.0001 0.005 0.017 4.74E-05 0.0024 0.0083 0.0001 0.0017 0.0047 0.0001 0.0012 0.0021 0.0001 0.001 0.0008 3.98E-05 0.0008 0.0002 1.72E-05 0.0006 1.57E-05 3.03E-05 0.0003 0.0001 0.0001 0.0001 0.0001 0.0001 0 1.92E-06 0.0001 2.05E-06
0.012 0.4807 0.2322 0.0154 0.1037 0.038 0.0054 0.0397 0.0121 0.002 0.0188 0.0061 0.0012 0.0097 0.0033 0.001 0.005 0.0023 0.0007 0.0023 0.0019 0.0004 0.0009 0.0015 0.0001 0.0003 0.0008 0.0002 0.0001 0.0003 0.0001 0.0002 0.0001 0 0.0003 2.21E-05 0 1.08E-05 4.89E-05 0.0001 3.50E-06
0.7608 0.7779 0.814 0.8944 0.9081 0.9122 0.939 0.944 0.9446 0.9635 0.9665 0.9669 0.9772 0.9791 0.9793 0.9855 0.9869 0.9871 0.9904 0.9914 0.9915 0.9933 0.9939 0.994 0.995 0.9952 0.9952 0.9959 0.9959 0.996 0.9964 0.9964 0.9964 0.9966 0.9967 0.9967 0.9967 0.9968 0.9968 0.9968 0.9968
0.0108 0.2125 0.7961 0.7965 0.8253 0.9173 0.9174 0.9249 0.9497 0.9499 0.9548 0.9719 0.9719 0.9743 0.9826 0.9827 0.9844 0.9891 0.9892 0.9904 0.9925 0.9926 0.9936 0.9944 0.9944 0.9952 0.9954 0.9954 0.996 0.996 0.996 0.9963 0.9964 0.9965 0.9966 0.9966 0.9967 0.9967 0.9967 0.9968 0.9968
0.012 0.4927 0.7248 0.7403 0.844 0.882 0.8874 0.927 0.9391 0.9411 0.9599 0.966 0.9672 0.977 0.9803 0.9812 0.9863 0.9886 0.9893 0.9916 0.9935 0.9938 0.9947 0.9962 0.9962 0.9966 0.9974 0.9976 0.9976 0.9979 0.998 0.9982 0.9983 0.9983 0.9986 0.9987 0.9987 0.9987 0.9987 0.9988 0.9988
0
4.35E-06
3.57E-05
0.0001
0.9968
0.9968
0.9989
CONSIDERANDO UNA ZONA SISMICA DE Z3, SUELO S2 Y UNA EDIFICACION DE VIVIENDA Perfil de Suelo = Zona Sismica = Categoria = Z TP (S) Factor de suelo "S"= Factor de Uso "U"= Rx Ry Factor x=ZUSg/Rx
S2 Z3 C 0.35 0.6 TL= 2 1.15 1 6.3 IREGULARI MASA PESO 6.3 IREGULARI MASA PESO 0.62675
Factor Y=ZUSg/Ry
T
0.62675
C 0 2.5 0.1 2.5 0.2 2.5 0.3 2.5 0.4 2.5 0.5 2.5 0.6 2.5 0.7 2.14285714 0.8 1.875 0.9 1.66666667 1 1.5 1.1 1.36363636 1.2 1.25 1.3 1.15384615 1.4 1.07142857 1.5 1 1.6 0.9375 1.7 0.88235294 1.8 0.83333333 1.9 0.78947368 2 0.75 2.1 0.68027211 2.2 0.61983471 2.3 0.56710775 2.4 0.52083333 2.5 0.48 2.6 0.44378698 2.7 0.41152263 2.8 0.38265306 2.9 0.35671819 3 0.33333333 3.1 0.31217482 3.2 0.29296875 3.3 0.27548209 3.4 0.25951557 3.5 0.24489796 3.6 0.23148148 3.7 0.21913806
1.566875
1.566657
3.8 0.20775623 3.9 0.19723866 4 0.1875 4.1 0.1784652 4.2 0.17006803 4.3 0.16224986 4.4 0.15495868 4.5 0.14814815 4.6 0.14177694 4.7 0.13580806 4.8 0.13020833 4.9 0.12494794 5 0.12
MA PERUANA E030-2016
FICACION DE VIVIENDA
T VS C 3 2.5 2 1.5 1 0.5 0
0
1
2
3
4
5
4
5
6
ESPECTRO DE ACELERACIONES DE LA NORMA PERUANA E030-20 Factores de zona ZONA Z 1 0.1 2 0.25 3 0.35 4 0.45
CONSIDERANDO UNA ZONA SISMICA DE Z3, SUELO S2 Y UNA EDIFICACION DE VIVIENDA Perfil de Suelo = Zona Sismica = Categoria = Z TP (S)
S2 Z3 C 0.35
0.6 TL= 2 Factor de suelo "S"= 1.15 Factor de Uso "U"= 1 Rx 4.725 IREGULARI MASA PESO Ry 4.725 IREGULARI MASA PESO Factor x=ZUSg/Rx 0.83566667
TORSION TORSION
Factor Y=ZUSg/Ry
T
0.83566667
C 0 2.5 2.0891667 0.1 2.5 0.2 2.5 0.3 2.5 0.4 2.5 0.5 2.5 0.6 2.5 0.7 2.14285714 0.8 1.875 0.9 1.66666667 1 1.5 1.1 1.36363636 1.2 1.25 1.3 1.15384615 1.4 1.07142857 1.5 1 1.6 0.9375 1.7 0.88235294 1.8 0.83333333 1.9 0.78947368 2 0.75 2.1 0.68027211 2.2 0.61983471 2.3 0.56710775 2.4 0.52083333 2.5 0.48 2.6 0.44378698 2.7 0.41152263 2.8 0.38265306 2.9 0.35671819 3 0.33333333 3.1 0.31217482 3.2 0.29296875 3.3 0.27548209 3.4 0.25951557 3.5 0.24489796 3.6 0.23148148 3.7 0.21913806
1.566657
3.8 0.20775623 3.9 0.19723866 4 0.1875 4.1 0.1784652 4.2 0.17006803 4.3 0.16224986 4.4 0.15495868 4.5 0.14814815 4.6 0.14177694 4.7 0.13580806 4.8 0.13020833 4.9 0.12494794 5 0.12
MA PERUANA E030-2016
FICACION DE VIVIENDA
T VS C 3 2.5 2 1.5 1 0.5 0
0
1
2
3
4
5
4
5
6
Story CM T14 T13 T12 T11 T10 T9 T8 T7 T6 T5 T4 T3 T2 T1
Load Case/Combo DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max DERIVAXX Max
Direction X X X X X X X X X X X X X X X
Drif 0.003 0.004 0.004 0.005 0.005 0.005 0.005 0.006 0.006 0.006 0.005 0.005 0.004 0.004 0.002
Label 148 4 4 144 144 144 144 144 144 144 144 144 144 144 144
X 16.3 16.3 16.3 22.3 22.3 22.3 22.3 22.3 22.3 22.3 22.3 22.3 22.3 22.3 22.3
Y 16.47 26.6 26.6 0 0 0 0 0 0 0 0 0 0 0 0
Z 58.05 55.45 52.25 49.05 45.85 42.65 39.45 36.25 33.05 29.85 26.65 23.45 20.25 17.05 13.85
1.14921781
1.02728761
DSPLAZAMIENTOS CM Story
Diaphragm
Load Case/Combo
UX m
UY m
RZ rad
Point
X m
CM
DCM
DERIVAXX Max
0.156406
0.042672
0.010893
128
13.95
T14
D14
DERIVAXX Max
0.151026
0.039975
0.010684
129
14.027
T13
D13
DERIVAXX Max
0.140782
0.038212
0.01
130
13.8452
T12
D12
DERIVAXX Max
0.125637
0.035108
0.009287
131
13.8804
T11
D11
DERIVAXX Max
0.116271
0.032086
0.008532
132
13.8839
T10
D10
DERIVAXX Max
0.105606
0.028971
0.007737
133
13.8839
T9
D9
DERIVAXX Max
0.094472
0.025753
0.006904
134
13.8839
T8
D8
DERIVAXX Max
0.082945
0.022453
0.006036
135
13.8839
T7
D7
DERIVAXX Max
0.071153
0.019106
0.005145
136
13.8839
T6
D6
DERIVAXX Max
0.059265
0.015758
0.004244
137
13.8839
T5
D5
DERIVAXX Max
0.047491
0.012469
0.003353
138
13.8839
T4
D4
DERIVAXX Max
0.036088
0.009315
0.002496
177
13.8839
T3
D3
DERIVAXX Max
0.025357
0.006385
0.001701
178
13.8839
T2
D2
DERIVAXX Max
0.015673
0.003794
0.001002
187
13.8839
T1
D1
DERIVAXX Max
0.007437
0.001689
0.000438
188
13.8608
SEMISOTA
DSEMI
DERIVAXX Max
0
0
0
189
18.1919
SOTANO
DSOTANO
DERIVAXX Max
0
0
0
190
18.6341
Story
DRIF PC
DRIF CM
FACTOR
T13
0.004
0.005
T11
0.005
0.003
T10
0.005
0.003
T12
0.9
𝐹𝐴𝐶𝑇𝑂�=𝐷𝑃𝐶/
T9
0.005
0.004
T8
0.006
0.004
T7
0.006
0.004
T6
0.006
0.004
T5
0.005
0.004
T4
0.005
0.003
T3
0.004
0.003
T2
0.004
0.003
T1
0.002
0.002 0 0
SEMISOTA SOTANO
1.5 1.5 1.5 IRREGULARIDAD TORSIO 1.5 1.5
#DIV/0! #DIV/0!
Y m
Z m
18.3043
58.05
18.9147
55.45
18.7785
52.25
14.4237
49.05
13.8571
45.85
13.8571
42.65
13.8571
39.45
13.8571
36.25
13.8571
33.05
13.8571
29.85
13.8571
26.65
13.8571
23.45
13.8571
20.25
13.8571
17.05
13.9072
13.85
13.5848
9.6
13.5573
5.35
𝐹𝐴𝐶𝑇𝑂�=𝐷𝑃𝐶/𝐷𝐶�
DRIF CM XX
0.002 0.003 0.005 0.003 0.003 0.003 0.004 0.004 0.004 0.004 0.004 0.003 0.003 0.003 0.002 0.000 0.000
RREGULARIDAD TORSIONAL
Story CM T14 T13 T12 T11 T10 T9 T8 T7 T6 T5 T4 T3 T2 T1
Load Case/Combo DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max DERIVAYY Max
Direction Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y
Drif 0.005 0.006 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.007 0.006 0.006 0.005 0.003
Label 148 9 9 9 77 9 9 9 9 9 9 9 9 9 9
X 16.3 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9
Y 16.47 19.7 19.7 19.7 0 19.7 19.7 19.7 19.7 19.7 19.7 19.7 19.7 19.7 19.7
Z 58.05 55.45 52.25 49.05 45.85 42.65 39.45 36.25 33.05 29.85 26.65 23.45 20.25 17.05 13.85
1.03305785
DSPLAZAMIENTOS CM Story
Diaphragm Load Case/Combo
UX
UY
RZ
m
m
rad
Point
X m
CM
DCM
DERIVAYY Max
0.056763
0.226853
0.006148
128
13.95
T14
D14
DERIVAYY Max
0.056825
0.214891
0.006023
129
14.027
T13
D13
DERIVAYY Max
0.052223
0.198789
0.00563
130
13.8452
T12
D12
DERIVAYY Max
0.036573
0.183338
0.00522
131
13.8804
T11
D11
DERIVAYY Max
0.032968
0.16726
0.004788
132
13.8839
T10
D10
DERIVAYY Max
0.029688
0.150643
0.004338
133
13.8839
T9
D9
DERIVAYY Max
0.026337
0.133548
0.003868
134
13.8839
T8
D8
DERIVAYY Max
0.022941
0.116085
0.003383
135
13.8839
T7
D7
DERIVAYY Max
0.019533
0.098445
0.002886
136
13.8839
T6
D6
DERIVAYY Max
0.016156
0.080884
0.002385
137
13.8839
T5
D5
DERIVAYY Max
0.012863
0.063729
0.001889
138
13.8839
T4
D4
DERIVAYY Max
0.009717
0.047379
0.001411
177
13.8839
T3
D3
DERIVAYY Max
0.006792
0.032316
0.000966
178
13.8839
T2
D2
DERIVAYY Max
0.004179
0.01912
0.000572
187
13.8839
T1
D1
DERIVAYY Max
0.001978
0.00848
0.000254
188
13.8608
SEMISOTA
DSEMI
DERIVAYY Max
0
0
0
189
18.1919
SOTANO
DSOTANO
DERIVAYY Max
0
0
0
190
18.6341
Story
DRIF PC
DRIF CM
FACTOR
0.005
0.004
0.006
0.005
T13
0.007
0.005
T12
0.007
0.005
T11
0.007
0.005
T10
0.007
0.005
T9
0.007
0.005
T8
0.007
0.006
1.3 1.3 1.3 1.3 1.3 1.3 1.4 1.4 IRREGULARIDAD TORSIONA
T7
0.007
0.005
T6
0.007
0.005
T5
0.007
0.005
T4
0.006
0.005
T3
0.006
0.004
T2
0.005
0.003
T1
0.003
0.003
SEMISOTA
0
SOTANO
0
1.4 1.4 1.4 1.4 1.4 1.4 1.0 #DIV/0! #DIV/0!
Y
Z
m
m
18.3043
58.05
18.9147
55.45
18.7785
52.25
14.4237
49.05
13.8571
45.85
13.8571
42.65
13.8571
39.45
13.8571
36.25
13.8571
33.05
13.8571
29.85
13.8571
26.65
13.8571
23.45
13.8571
20.25
13.8571
17.05
13.9072
13.85
13.5848
9.6
13.5573
5.35
RREGULARIDAD TORSIONAL
DRIFT CM YY
0.004 0.005 0.005 0.005 0.005 0.005 0.005 0.006 0.005 0.005 0.005 0.005 0.004 0.003 0.003 0.000 0.000
DETERMINACION FACTOR SISMICO Z= U= S= TP= TL=
0.35 1 1.15 0.6 2
Cx=
2.04 Tx=
0.735 VX=ZUCxS/Rx
0.174
12375.7267 2151.48688
Cy Rx= Ry=
1.53 Ty= 4.725 4.725
0.98 VY=ZUCyS/Ry
0.130
12375.7267 1613.61516
Cortante "C" Metodo Peso Coef Edificacion Estatica
VDISEÑOX VDISEÑOY
1936.338 1452.254
PESO EDIFICACION
Story Load Case/Combo Location CM T14 T13 T12 T11 T10 T9 T8 T7 T6 T5 T4 T3 T2 T1 SEMISOTA SOTANO
PESO PESO PESO PESO PESO PESO PESO PESO PESO PESO PESO PESO PESO PESO PESO PESO PESO
Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom
P
VX
VY
T
MX
tonf 56.6869 478.3648 1025.2191 1965.1034 2904.9878 3844.8722 4784.7565 5724.6409 6664.5253 7604.4096 8544.294 9484.1784 10424.0627 11363.9471 12375.7267 13917.0987 15616.4379
tonf 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -91.1682 -61.1166
tonf 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3.7654 2.8824
tonf-m 0 0 0 0 0 0 0 -5.59E-07 -6.14E-07 -6.52E-07 -6.91E-07 -7.17E-07 -7.39E-07 -7.49E-07 -7.48E-07 818.3972 806.8525
tonf-m 1037.7362 8863.8284 19445.9873 32335.8322 45225.6771 58115.522 71005.3669 83895.2118 96785.0567 109674.902 122564.747 135454.591 148344.436 161234.281 175174.963 195956.371 218931.459
CORTANTE DINAMICA
Story
Load Case/Comb Location o
P
VX
VY
T
MX tonf-m 5.2718 23.8887 60.7894 267.9533 172.6862 726.7121 354.3439 1435.4427 598.3919 2361.2265 895.4681 3466.9567 1237.8452 4724.2136 1619.2876 6111.9163 2034.7584 7614.5233 2480.0395 9220.164 2951.3143 10918.7566 3444.7754 12700.2976 3956.3284 14553.5359 4481.4867 16465.2117
CM CM T14 T14 T13 T13 T12 T12 T11 T11 T10 T10 T9 T9 T8 T8 T7 T7 T6 T6 T5 T5 T4 T4 T3 T3 T2 T2
SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max SDXX Max SDYY Max
Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom
tonf 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
tonf 9.0795 2.2456 80.6273 20.8185 157.3238 41.7031 244.76 63.2304 323.0471 82.3199 391.1825 98.6046 451.0319 112.589 504.0366 124.7968 551.2039 135.6244 593.0937 145.2973 629.8213 153.8608 661.1225 161.2012 686.4303 167.0941 704.9773 171.2713
tonf 2.0276 9.188 17.7703 76.8465 35.4305 144.589 57.5191 225.6369 77.3891 296.4883 94.5167 356.3358 109.4465 408.1238 122.6264 454.034 134.3663 495.5184 144.8132 533.2766 153.9492 567.2969 161.6146 596.9926 167.5653 621.379 171.5663 639.2788
tonf-m 158.6966 152.9168 1578.6213 1493.1419 3084.5584 2855.5289 4555.0199 4398.6343 5836.6621 5743.4726 6955.1378 6881.9171 7942.1397 7868.1311 8819.7063 8742.7918 9602.2116 9532.7913 10296.9032 10250.7025 10904.3849 10895.6334 11419.9346 11455.7688 11834.6494 11912.0001 12136.7029 12242.385
T1
SDXX Max
Bottom
0
716.6448
173.7215
12325.2075 5192.2124
T1
SDYY Max
Bottom
0
173.7193
650.3921
12442.185 19068.7015
SEMISOTA SEMISOTA SOTANO SOTANO
SDXX Max SDYY Max SDXX Max SDYY Max
Bottom Bottom Bottom Bottom
0 0 0 0
1398.525 422.6687 214.3738 71.7058
184.6744 1173.6358 25.5202 171.4768
21739.9264 27098.5616 3506.0005 4422.0516
4629.3328 14315.6915 4540.9379 13445.7957
Story
Load Case/Comb Location o
P
VX
VY
T
MX
tonf 24.5328 5.0145 217.8549 46.4878 425.0888 93.123 661.3416 141.1936 872.8733 183.8204 1056.975 220.1841 1218.6882 251.4112 1361.9069 278.6713 1489.353 302.8493 1602.5391 324.4489 1701.7773 343.5712 1786.353 359.9623 1854.7346 373.1211 1904.8486 382.4488
tonf 5.4786 20.5168 48.0152 171.5981 95.7332 322.8672 155.4165 503.8473 209.1052 662.0584 255.3842 795.6978 295.7245 911.3405 331.3365 1013.8579 363.0579 1106.4927 391.2853 1190.8067 415.9706 1266.774 436.6827 1333.0846 452.7615 1387.5394 463.5722 1427.5096
tonf-m 428.7982 341.4631 4265.4347 3334.186 8334.4769 6376.396 12307.6637 9822.1503 15770.661 12825.1743 18792.7824 15367.3208 21459.6616 17569.5367 23830.8463 19522.6541 25945.1758 21286.7229 27822.2326 22889.8186 29463.6479 24329.9493 30856.6632 25580.7317 31977.2227 26599.4963 32793.3714 27337.2458
tonf-m 14.2444 53.3436 164.2531 598.3398 466.5981 1622.7482 957.4372 3205.3436 1616.855 5272.6188 2419.5548 7741.7143 3344.6576 10549.1689 4375.315 13647.9092 5497.9173 17003.2305 6701.0668 20588.6262 7974.4512 24381.5834 9307.7831 28359.7645 10689.9993 32498.0456 12108.9771 36766.8177
CM CM T14 T14 T13 T13 T12 T12 T11 T11 T10 T10 T9 T9 T8 T8 T7 T7 T6 T6 T5 T5 T4 T4 T3 T3 T2 T2
SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max SisXX Max SisYY Max
Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom Bottom
tonf 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
T1
SisXX Max
Bottom
0
1936.3742
469.3956
33302.7106 14029.3579
T1
SisYY Max
Bottom
0
387.9153
1452.3256
27783.3991 42580.4103
SEMISOTA SEMISOTA SOTANO SOTANO
SisXX Max SisYY Max SisXX Max SisYY Max
Bottom Bottom Bottom Bottom
0 0 0 0
3778.8145 943.8192 579.2379 160.119
498.9903 2620.7287 68.9556 382.9078
58741.281 60511.0881 9473.2133 9874.4412
12508.4572 31966.9391 12269.6142 30024.4618
Cortante Dinamica 716.6448 650.3921
Factor Escala
2.702 IRREGULAR 2.233 IRREGULAR
1936.338 1936.374 1452.254 1452.326
MY tonf-m -790.7823 -6685.3993 -14327.828 -27453.841 -40579.853 -53705.865 -66831.878 -79957.89 -93083.902 -106210 -119336 -132462 -145588 -158714 -172808 -202024 -234006
MY tonf-m 23.6067 5.8386 279.7052 72.0327 779.9609 204.91 1554.1361 404.9539 2570.8826 664.8421 3796.5307 975.6983 5203.0015 1329.468 6766.9167 1719.6194 8468.5683 2141.0412 10290.8449 2589.6901 12218.1338 3062.1531 14235.308 3555.2126 16326.91 4065.4829 18476.6621 4589.1903 21392.4659 5298.4752 15704.2321 3819.3647 14605.5467 3529.869
MY tonf-m 63.7854 13.0377 755.7636 160.849 2107.4542 457.5639 4199.2757 904.2621 6946.5247 1484.5924 10258.2259 2178.7342 14058.51 2968.7021 18284.2089 3839.9101 22882.0716 4780.9451 27805.8629 5782.778 33013.3976 6837.7878 38463.8022 7938.7898 44115.3108 9078.2233 49923.9409 10247.6619 57802.4429 11831.4951 42432.8351 8528.6413 39464.1873 7882.1975
Case
Mode
Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal Modal
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41
Period sec 0.98 0.884 0.735 0.238 0.215 0.184 0.104 0.094 0.084 0.061 0.056 0.051 0.042 0.039 0.035 0.031 0.029 0.027 0.024 0.023 0.021 0.02 0.019 0.018 0.017 0.017 0.016 0.015 0.015 0.014 0.014 0.014 0.014 0.013 0.013 0.013 0.012 0.012 0.012 0.012 0.012
UX
UY
UZ
Sum UX
Sum UY
0.0068 0.2299 0.5014 0.0001 0.0404 0.1185 0.0001 0.0119 0.0393 0.0001 0.0054 0.0183 0.0001 0.0027 0.0092 0.0001 0.0017 0.0047 0.0001 0.0013 0.0021 0.0001 0.001 0.0008 3.94E-05 0.0007 0.0002 1.68E-05 0.0005 1.69E-05 2.77E-05 0.0003 0.0001 0.0001 0.0001 0.0001 0.0001 0 1.98E-06 0.0001 2.10E-06
0.6683 0.0142 0.0335 0.1355 0.0251 0.0054 0.0467 0.0084 0.001 0.0231 0.0037 0.0004 0.0121 0.0022 0.0002 0.0066 0.0016 0.0002 0.0034 0.0011 0.0001 0.0018 0.0006 0.0001 0.0011 0.0001 1.99E-05 0.0007 2.90E-06 0.0001 0.0004 2.87E-05 2.29E-05 0.0002 4.57E-05 2.13E-05 2.48E-05 3.81E-05 4.23E-05 2.41E-06 2.14E-05
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.0068 0.2367 0.7382 0.7382 0.7786 0.8971 0.8972 0.9091 0.9484 0.9485 0.9538 0.9721 0.9722 0.9749 0.9841 0.9842 0.9859 0.9905 0.9906 0.9919 0.994 0.9941 0.995 0.9958 0.9959 0.9966 0.9968 0.9968 0.9974 0.9974 0.9974 0.9977 0.9978 0.9978 0.9979 0.998 0.998 0.998 0.998 0.9981 0.9981
0.6683 0.6824 0.7159 0.8514 0.8766 0.882 0.9287 0.9371 0.9381 0.9612 0.9649 0.9653 0.9774 0.9796 0.9799 0.9864 0.988 0.9882 0.9916 0.9927 0.9928 0.9946 0.9952 0.9953 0.9964 0.9965 0.9965 0.9973 0.9973 0.9973 0.9977 0.9977 0.9978 0.9979 0.998 0.998 0.998 0.9981 0.9981 0.9981 0.9981
Modal
42
0.011
3.40E-05
4.35E-06
0
0.9981
0.9981
Sum UZ
RX
RY
RZ
Sum RX
Sum RY
Sum RZ
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.7608 0.0171 0.0361 0.0805 0.0136 0.0041 0.0269 0.005 0.0006 0.019 0.003 0.0004 0.0104 0.0019 0.0002 0.0061 0.0015 0.0002 0.0033 0.001 0.0001 0.0018 0.0006 0.0001 0.0011 0.0001 2.17E-05 0.0007 2.77E-06 0.0001 0.0004 2.95E-05 2.36E-05 0.0002 4.62E-05 2.19E-05 2.58E-05 3.94E-05 4.23E-05 2.57E-06 2.24E-05
0.0108 0.2017 0.5836 0.0004 0.0288 0.092 0.0001 0.0075 0.0249 0.0001 0.005 0.017 4.74E-05 0.0024 0.0083 0.0001 0.0017 0.0047 0.0001 0.0012 0.0021 0.0001 0.001 0.0008 3.98E-05 0.0008 0.0002 1.72E-05 0.0006 1.57E-05 3.03E-05 0.0003 0.0001 0.0001 0.0001 0.0001 0.0001 0 1.92E-06 0.0001 2.05E-06
0.012 0.4807 0.2322 0.0154 0.1037 0.038 0.0054 0.0397 0.0121 0.002 0.0188 0.0061 0.0012 0.0097 0.0033 0.001 0.005 0.0023 0.0007 0.0023 0.0019 0.0004 0.0009 0.0015 0.0001 0.0003 0.0008 0.0002 0.0001 0.0003 0.0001 0.0002 0.0001 0 0.0003 2.21E-05 0 1.08E-05 4.89E-05 0.0001 3.50E-06
0.7608 0.7779 0.814 0.8944 0.9081 0.9122 0.939 0.944 0.9446 0.9635 0.9665 0.9669 0.9772 0.9791 0.9793 0.9855 0.9869 0.9871 0.9904 0.9914 0.9915 0.9933 0.9939 0.994 0.995 0.9952 0.9952 0.9959 0.9959 0.996 0.9964 0.9964 0.9964 0.9966 0.9967 0.9967 0.9967 0.9968 0.9968 0.9968 0.9968
0.0108 0.2125 0.7961 0.7965 0.8253 0.9173 0.9174 0.9249 0.9497 0.9499 0.9548 0.9719 0.9719 0.9743 0.9826 0.9827 0.9844 0.9891 0.9892 0.9904 0.9925 0.9926 0.9936 0.9944 0.9944 0.9952 0.9954 0.9954 0.996 0.996 0.996 0.9963 0.9964 0.9965 0.9966 0.9966 0.9967 0.9967 0.9967 0.9968 0.9968
0.012 0.4927 0.7248 0.7403 0.844 0.882 0.8874 0.927 0.9391 0.9411 0.9599 0.966 0.9672 0.977 0.9803 0.9812 0.9863 0.9886 0.9893 0.9916 0.9935 0.9938 0.9947 0.9962 0.9962 0.9966 0.9974 0.9976 0.9976 0.9979 0.998 0.9982 0.9983 0.9983 0.9986 0.9987 0.9987 0.9987 0.9987 0.9988 0.9988
0
4.35E-06
3.57E-05
0.0001
0.9968
0.9968
0.9989
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